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1.
三种验潮方法水位观测性能比较与统计分析   总被引:1,自引:1,他引:0  
水尺、压力式验潮仪与验潮井验潮仪是海道测量水位控制和水位观测的主要手段。通过6日6个时间段的同步比对试验,计算了三种方法获取水位观测数据之间的潮时差和潮高差,分析了三种观测手段的水位观测性能以及产生差值的可能原因,提出了使用方法的建议。  相似文献   

2.
水位控制是海底地形测量资料处理的重要技术环节之一,潮汐观测数据质量控制则是提高水位改正精度的关键。针对当前自容式压力验潮仪使用中经常会遇到的潮汐观测数据缺失、波浪扰动影响等技术难题以及海水密度精密改正、基准面传递确定等技术需求,开展了相关理论方法研究并开发了较实用的潮汐数据处理模块。结果表明,经多个环节的精密处理后潮汐观测数据精度提高明显,适用于海底地形测量水位改正及其他海洋工程应用。  相似文献   

3.
就压力式验潮仪观测数据的预处理、仪器改正、海水密度改正、滤波光滑处理等方法进行了探讨。对由于仪器原因或因缺电造成的缺损数据的修复,首次提出了利用调和相关差分的方法进行数据的恢复,这种方法还可以用于海底自容压力式验潮仪的沉降检测和改正。经过分析比对,此次渤海航路测量水位改正的均方差优于10 cm,证明这些潮汐数据分析处理方法合理可靠。  相似文献   

4.
针对使用自容式压力验潮仪在布设临时验潮站时常出现的验潮零点漂移技术难题,基于附近长期验潮站的潮汐观测数据来计算二站同步时段内逐时日平均海面之差值,以此修正临时验潮站观测数据中隐含的验潮零点逐时漂移量。以福建平潭长期站和王爷山、牛山岛两个临时站的验潮数据为例,进行了自容式压力验潮仪验潮零点漂移处理的实践。结果表明本文相关模型具可操作性和实用价值。  相似文献   

5.
新型拖缆式便携验潮仪   总被引:2,自引:4,他引:2  
阮锐  刘保良 《海洋测绘》2002,22(4):48-50
研制了一种新型拖缆式便携验潮仪。通过采用高精度绝对压力变送器、数字滤波采样、多点标定减少传感器误差等设计方法,稳定储存与传送水位数据,提高了观测精度。介绍了该型验潮仪的工作原理、技术途径、特点和应用方法。  相似文献   

6.
针对沿岸验潮站点布局密度不够的问题,使用压力式验潮仪对遮浪站附近海域进行潮汐应急观测,对实验数据进行了回归分析处理,并计算了实验数据的误差和相关系数。结果表明,台风灾害过程中,压力式验潮仪具有良好的稳定性,压力式验潮仪潮位与实际潮位的数据曲线基本吻合,两者的相关系数均在0.99以上;此外,压力式验潮仪潮位误差绝对值均小于5 cm,反应了压力式验潮仪潮位数据能较好地反应台风灾害过程中实际潮位的变化,表明使用压力式验潮仪开展潮汐观测工作具备良好的可行性。  相似文献   

7.
通过对两台TideMaster验潮仪实际观测数据的分析,验证了该验潮仪能够达到标称测量精度,且其观测值的中误差优于0.5mm。与人工水尺验潮数据相比较,结果表明,TideMaster验潮仪的测量灵敏度及效率更高,并对使用过程中影响测深精度的因素以及消弱误差的方法进行分析。  相似文献   

8.
为消除压力式验潮仪数据因误差而存在的抖动现象,提出了利用半参数模型对水位数据进行预处理的方法。研究了半参数模型在水位预处理中的具体实现方法,并对处理后的数据在应用方面进行了数据实验。实验表明,半参数模型既能够剔除不合理观测噪点,又能够高精度拟合观测水位,利用处理后的数据确定的余水位以及潮汐比较参数更具备合理性,精度得到了提高。  相似文献   

9.
水尺与压力式水位计数据关系的算法研究   总被引:1,自引:0,他引:1  
针对海道测量中在同一验潮点人工水尺与压力式水位计同步水位观测所得不同的潮位数据,分别绘制潮位曲线,从两条相关的曲线数据中应用三次样条和拟合数学函数模型,利用计算机程序确定曲线间的线性关系,从而根据压力式水位计测得的数据确定的关系得出真实的潮位数据。  相似文献   

10.
压力式验潮仪获取的数据需要经过单位换算、气压改正、密度改正等数据处理才能转化为潮位数据,在数据处理过程中容易因某一环节的疏漏而造成结果不准确。梳理了压力式验潮仪在数据处理过程中应该注意的几个问题,推荐了一种压力式验潮仪数据处理的流程,为压力式验潮仪的正确使用提供了很好的建议。  相似文献   

11.
The sea surface heights (SSHs) observed by the TOPEX altimeter are compared with tide gauge data at Chichijima in Ogasawara (Bonin) Islands and hydrographic data taken around the islands, in order to quantitatively verify the altimeter observations and oceanic tide corrections by three tide models proposed by Cartwright and Ray (1991), Rayet al. (1994), and Maet al. (1994). First, performance of the new tide models is assessed by comparing tidal variations consisting of diurnal and semi-diurnal constituents with the tide gauge data at Chichijima. The tide model proposed by Rayet al. gives the smallest root-mean-squared (rms) difference of 2.61 cm. Errors in amplitude and phase in each tide model are evaluated by spectral analysis. The TOPEX SSHs corrected by the tide models are compared with sea level data at Chichijima. A long-term variation of a period of about 1 year is found in the residual between the SSHs and the Chichijima sea levels. This variation is also found in the difference between the dynamic height anomalies calculated from hydrographic data around the island and the Chichijima sea levels. By subtracting the long-term variation, the rms difference between the TOPEX SSHs and the Chichijima sea levels is reduced to about 4 cm and the slope of the regression line is improved to unity. The residual shows variations related to aliasing caused by incompleteness of the ocean tide correction with the repeat cycle of the altimeter observation.  相似文献   

12.
The ADCP data obtained in the Tsushima Strait in the period from February 1987 to November 1990 on board twelve patrol vessels and one research vessel belonging to Maritime Safety Agency was analyzed. Total amount of the data is 200,053, but after quality check, we used 158,401 data for the analysis of the current field and its variability in the strait. The seasonal variation of the currents had been believed to be large. However, no direct current observation throughout the season had been made, and the knowledge on the seasonal variation was derived indirectly from the data of the sea level difference across the strait and of the density field given by hydrographic observations. ADCP data indicates that the seasonal variation of the current field is considerably small in all sub-regions. In the relatively strong current region to the west of the Tsushima Island, the northeast current component has maximum value in the early winter season.  相似文献   

13.
文中简要介绍了雷达水位计的测量原理、分类和技术特点,并将其中的导波式雷达水位计和非接触式雷达水位计与传统的浮子式水位计进行了比较,说明了导波式雷达水位计应用于一些特定条件下潮位观测的优势。基于导波式雷达水位计设计了一套水位观测系统。简要介绍了该水位观测系统的系统组成、硬件设计、软件设计。针对该水位观测系统进行了计量检定,并进行了现场安装试验。在现场实验中将导波式雷达水位计数据与浮子式水位计数据进行比较,说明了采用该设计方案进行潮位观测的可行性。  相似文献   

14.
The long-term variation and seasonal variation of sea level have a notable effect on the calculation of engineering water level. Such an effect is first analyzed in this paper. The maximal amplitude of inter-annual anomaly of monthly mean sea level along the China coast is larger than 60 cm. Both the storm surge disaster and cold wave disaster are seasonal disasters in various regions, so the water level corresponding to the 1% of the cumulative frequency in the cumulative frequency curve of hourly water level data for different seasons in various sea areas is different from design water level, for example, the difference between them reaches maximum in June, July and August for northern sea area, and maximum in September, October and November for Southern China Sea. The hourly water level data of 19 gauge stations along the China coast are analyzed. Firstly, the annual mean sea level for every station is obtained; secondly, linear chan ging rates of annual mean sea level are obtained with the stochasti  相似文献   

15.
GPS测高技术在无验潮水深测量中的应用   总被引:8,自引:5,他引:8  
应用双频GPS动态后处理高精度定位技术,建立了一套完整的GPS无验潮海洋深度测量作业模式,通过海上试验与传统作业模式作了数值分析比较,结果表明,该作业模式不仅无需验潮,而且能够有效消除传统作业模式中船只动态吃水和涌浪等因素对测量成果的影响,显著提高水深测量成果的精度。  相似文献   

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